Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Yu. G. Trofimenkov"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 40:22-26
The concept of the “Geotechnical category of a construction project” has arisen as a result of the development by representatives of 11 European countries of a document regulating problems of the geomechanics, surveys, design, and installation of
Autor:
Yu. G. Trofimenkov
Publikováno v:
Soil Mechanics and Foundation Engineering. 36:91-95
Data indicating that the flow index used to determe e the bearing capacity of precast piles may not be a reliable basis for pile design are cited.
Autor:
V. V. Mikheev, Yu. G. Trofimenkov
Publikováno v:
Soil Mechanics and Foundation Engineering. 36:62-66
Foundation calculations are compared on the basis of the German standards, Eurocode 7, and the Russian SNiP ones. Proposals are made on revising the Russian standardization documents.
Publikováno v:
Soil Mechanics and Foundation Engineering. 33:180-184
A new scientific trend in general ecology — construction ecology — is defined, the concept of the structure of construction ecology is discussed in light of ecological problems of geomechanics, the modern state of geomechanics problems is analyze
Publikováno v:
Soil Mechanics and Foundation Engineering. 32:215-219
Autor:
Yu. G. Trofimenkov
Publikováno v:
Soil Mechanics and Foundation Engineering. 31:192-194
The possibility of using more well-founded values of the bearing capacity of piles are examined with respect to a small number of pile tests under a static load.
Autor:
Yu. G. Trofimenkov
Publikováno v:
Soil Mechanics and Foundation Engineering. 27:119-120
Publikováno v:
Soil Mechanics and Foundation Engineering. 11:51-54
Publikováno v:
Soil Mechanics and Foundation Engineering. 20:19-22
1. The methods given in Construction Norms and Regulations II-17-77 for determination of design loads permitted on piles are not equivalent in terms of reliability of results obtained and the time and resources expanded for their realization. They sh
Autor:
B. S. Fedorov, Yu. G. Trofimenkov
Publikováno v:
Soil Mechanics and Foundation Engineering. 13:89-93